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Bolton, M. D., & Wilson, J. M. R. (1990). ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22discussion_Geotechnique_No40_Is4_659_664.pdf6 Jan 2004: 0 5. 1 25. o3 = 98.4 kN/m. 1 20 0 l n. ... Soils & Fndns 20, No. 2,4560. Park, C. S. (1990). Anisotropy in deformation and strength properties of sands in plane strain compres- sion tests. -
OTC 16845 Centrifuge Model Tests on Anchor Piles for ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/142_OTC_16845.pdf2 Feb 2004: It shows low soil pressures from mudline to about 20 feet below mudline. ... The profiles on the right of Figure 20 are for subsequent lower amplitude sequences. -
Cheng, Y. P., Nakata, Y. & Bolton, M. D. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/129_Geotechnique_No53_Issue7_633_641.pdf7 Jun 2004: With the variability given to the agglomerates,different peak stresses were obtained from 20 tests. ... p ′i 80 MPa. 10 MPa. 20 MPa. 40 MPa. p ′i 80 MPa. -
Soga, K., Au, S. K. A., Jafari, M. R. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/137_Geotechnique_No54_Issue2_81_90.pdf7 Jun 2004: Single injection. Multiple simultaneous injections. 1 15 20 25 30 35 40 45 50OCR. ... Time: s. Fig. 20. Effect of waiting period, Ts, on grout efficiency (balloonexpansion, OCR 5). -
The Role of Micro-Mechanics in Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/94_TR313.pdf5 Jan 2004: b = -0.357. b = -0.420. b = -0.343. 1 2 3 5 10 20 30 50average particle size (mm). ... 0.2. 0.51. 2. 5. 10. 20. 50fσ (MPa). mean /- 2s. -
325 Lee, C. J., Bolton, M. D. & Al-Tabbaa, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/119_Geotechnique_No52_Issue5_325_335.pdf5 Jan 2004: 25 50D 29 22 17 52 40 3050 15 12 10 37 26 20. ... 20% 40% 75%(7) Briaud et al. (1991) 17 096 1980 1320 628. -
gt480506 667..679
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70_Geotechnique_No48_Is5_667_679.pdf5 Jan 2004: Average particle size: mm. 0.2. 0.5. 1. 2. 5. 10. 20. ... 50. σ f: M. Pa. b 5 20.357. b 5 20.343. -
mc510501 295..307
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/88_MCR_No51_Issue5_295_307.pdf7 Jan 2004: spaces of the resulting structure.20. The hydration reactions of Portland cement are. ... Sulphate-resisting cement. 0 10 20 30 40 50 60. Filtration pressure: kPa. -
Cheng, Y. P., Bolton, M. D. & Nakata, Y. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/138_Geotechnique_No54_Issue2_131_141.pdf7 Jun 2004: 0. 5. 10. 15. 20. 25. 0 005 010 015εq. y 1219x 165. ... 80. 60. 40. 20. 00 005 010 015 020 025. Deviator strain(b). -
Bolton, M. D. & Stewart, D. I. (1994). Gtkmxhnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/47_Geotechnique_No44_Issue1_111_127.PDF8 Jun 2004: Excavation Centrifuge pause. t t 0 ,,,,,11I,IIII,I,‘,“’ 0. 0 10 20 30. ... the prop (L., = 29.5” at OCR = 20) (Stewart,. PROPPED DIAPHRAGM WALLS 121.
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